Abstract
The article shows the method of systematic monitoring of the stress-strain state of reinforced concrete structures covering one of the operated public railway stations. The description of large-span structures of the building, their defects and damages acquired during the operation of the building is given. The article describes the methodology and methods used for long-term, more than 2 years, continuous monitoring of the deformed state of coating structures in operation. The most damaged structures are examined in detail with the help of installed devices to obtain accurate data. The features of measurements in different periods of time and time of year are described. Based on the results of the obtained measurements of the stress-strain state of the building coating structures, the possibility of their further operation is predicted, taking into account the defects and damages found during the survey.
Highlights
When operating public buildings with large-span structures, there is a need to monitor the state of the structures. This is especially true of modern buildings with large spans of enclosing structures and their complex cross-section and unique design
These types of buildings include, for example, waiting rooms at suburban train stations. These buildings usually have a unique configuration of some building structures, for example, because of their architectural features
Destructive processes occur in the building structure itself with a unique design
Summary
When operating public buildings with large-span structures, there is a need to monitor the state of the structures This is especially true of modern buildings with large spans of enclosing structures and their complex cross-section and unique design. These types of buildings include, for example, waiting rooms at suburban train stations. The processes that take place in the structure itself during its operation will depend on many factors over time, such as the quality of project documentation, construction, installation, operating conditions, etc In this regard, there is a need to monitor the operation of the structure in real conditions during the entire period of its operation. This should be done taking into account its actual operating conditions
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